https://api-pimcore.palfinger.com/productdata-export/v2/productdetail/PK+480+TEC_S431-SK-A01/emea/en

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PK 480 TEC
  • More intelligent operation with PALTRONIC 180 control electronics
  • Extra smooth control thanks to LX-6 control valve
  • Very stiff and light boom system thanks to P-Profile
  • More efficient and faster due to continuous slewing system
  • High user friendliness due to in-house developed radio remote control PALcom P7
  • More efficiency with fly jib due to DPS-C
  • Maximum utilisation of the working range thanks to extended HPSC
  • More lifting power due to S-HPLS
  • Practical and attractive due to Functional Design
Brochures
Max. lifting moment45.7
Max. lifting capacity16500
Max. hydraulic outreach21.2
Max. manual outreach25.9
Slewing angle
Slewing torque with 1 gear4.0
Slewing torque with 2 gears5.2
Stabilizer spread (std)7.8 m
Fitting space required (std)1.43
Width folded2.55
Max. operating pressure385
Pump capacity90 - 120 l/min
Dead weight (std.)4300
Drawing
Cranes shown in the leaflet are partially optional equipped and do not always correspond to the standard version.
Country-specific regulations must be observed. Dimensions may vary. Subject to technical changes, errors and translation mistakes.



Lifting moment

Outreach

Slewing angle

Slewing torque (mt)

Pressure

Pump capacity (l/min)

Crane Weight

Crane Height

Crane Width

Installation Width

Max stroke lenght

Max lifting capacity

Load vertical
A42.7 mt7.9 m4.0 38.5 Mpa90-120 4300 kg2460 mm2550 mm1440 mm7700 mm- 5800 kg
B41.5 mt9.9 m4.0 38.5 Mpa90-120 4530 kg2460 mm2550 mm1440 mm9800 mm- 4450 kg
C40.8 mt12.0 m4.0 38.5 Mpa90-120 4780 kg2460 mm2550 mm1440 mm1190 mm- 3450 kg
D40.0 mt14.3 m5.2 38.5 Mpa90-120 5030 kg2460 mm2550 mm1440 mm14100 mm- 2700 kg
E39.4 mt16.6 m5.2 38.5 Mpa90-120 5240 kg2460 mm2550 mm1525 mm16500 mm- 2150 kg
F38.7 mt18.9 m5.2 38.5 Mpa90-120 5450 kg2460 mm2550 mm1525 mm18798 mm- 1660 kg
G38.3 mt21.2 m5.2 38.5 Mpa90-120 5580 kg2460 mm2550 mm1525 mm21100 mm- 1380 kg
The outreaches stated are with a boom angle of 20° and are therefore not the maximum. When using mechanical boom extensions, the loads shown on the charts need to be reduced by the weight of these extensions.
Drawing